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地铁车辆段咽喉区上盖建筑振动影响
引用本文:程保青,郭婧怡,蒋浩杰.地铁车辆段咽喉区上盖建筑振动影响[J].应用声学,2021,40(6):911-917.
作者姓名:程保青  郭婧怡  蒋浩杰
作者单位:中国铁路设计集团有限公司,浙江大学环境与资源学院,浙江大学环境与资源学院
摘    要:城区地铁车辆段进行上盖物业开发可节约、集约利用地铁用地,缓解城市土地资源稀缺问题。地铁车辆段特别是其咽喉区振动是上盖物业开发的环境制约因素。为研究地铁车辆段咽喉区对上盖建筑的振动影响,建立轨道-地基土-上盖建筑三维有限元模型,采用等效荷载法,将实地采样的钢轨铅垂向振动加速度转化为列车钢轨铅垂向振动线荷载,作用于轨道上。在结合实测数据验证模型合理性的基础上,定量研究上盖平台厚度和离地高度、上盖建筑层数和结构等因素对室内环境振动(铅垂向Z振级VLZmax)的影响。结果表明,地铁车辆段咽喉区对高层建筑的振动影响整体大于多层建筑;由于振动波在屋顶自由端发生反射并与入射波叠加,导致不同楼层楼板中央VLZmax随楼层升高略有增加;框架结构建筑室内VLZmax大于剪力墙结构;增加上盖平台厚度可减小建筑室内VLZmax;上盖建筑室内VLZmax随上盖平台离地高度增加而增加(即随建筑楼层绝对离地高度增加而增大)。研究结果可为地铁车辆段上盖物业开发振动污染防治提供理论和工程技术依据。

关 键 词:地铁车辆段  上盖建筑  有限元仿真  环境振动
收稿时间:2021/4/12 0:00:00
修稿时间:2021/11/3 0:00:00

The influence of environmental vibration from the trains in the throat area of metro depot
Cheng Baoqing,Guo Jingyi and Jiang Haojie.The influence of environmental vibration from the trains in the throat area of metro depot[J].Applied Acoustics,2021,40(6):911-917.
Authors:Cheng Baoqing  Guo Jingyi and Jiang Haojie
Institution:China Railway Design Corporation,College of Environments &Resource Science, Zhejiang University,College of Environments &Resource Science, Zhejiang University
Abstract:Over-track building construction in subway depots has the advantage of comprehensive utilization of land resources. The vibration caused by trains in depots, especially in throat areas, is an environmental constraint in the development of over-track buildings. To study the influence of environmental vibration from the trains in throat area, a 3D track-soil-building finite element model was established and was verified by measurement results. Based on the vertical vibration acceleration sampled on the rail, the equivalent line load on rails vertically was obtained by a simplified model. On the basis of verifying the simulation model by measurement results, the influences of story number and structure of buildings and the influences of thickness and height of over-track platform above ground on vibration (the maximum vertical Z-weighted VLZmax) in over-track buildings were quantitatively studied. Results showed that the vibration in high-rise buildings was higher than that in multi-story buildings. The VLZmax at the center of different floor increased with the rise of building floor, which was mainly induced by the superposition of incident wave and vibration wave reflected at the free end of roof. The VLZmax of floor in frame building is higher than that in shear wall building. It decreased when the thickness of the over-track platform increased, but increased when the absolute height of floor increased. The above results can provide theoretical and engineering references for vibration pollution prevention in the development of over-track construction.
Keywords:metro depot  over-track building  ?nite element method  environmental vibration
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